Glass dust waste as fine aggregate replacement material in concrete
The 2nd International Malaysia-Ireland Joint Symposium on Engineering, Science and Business 2012 (IMiEJS2012) jointly organized by Universiti Malaysia Perlis and Athlone Institute of Technology in collaboration with The Ministry of Higher Education (MOHE) Malaysia, Education Malaysia and Malay...
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Universiti Malaysia Perlis (UniMAP)
2013
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my.unimap-307802013-12-23T07:24:26Z Glass dust waste as fine aggregate replacement material in concrete Nur Liza, Rahim Norlia, Mohamad Ibrahim Roshazita, Che Amat Rohana, Hashim nurliza@unimap.edu.my norlia@unimap.edu.my roshazita@unimap.edu.my rohanahashim88@yahoo.com Glass dust waste Recycle material in concrete Compressive strength The 2nd International Malaysia-Ireland Joint Symposium on Engineering, Science and Business 2012 (IMiEJS2012) jointly organized by Universiti Malaysia Perlis and Athlone Institute of Technology in collaboration with The Ministry of Higher Education (MOHE) Malaysia, Education Malaysia and Malaysia Postgraduates Student Association Ireland (MyPSI), 18th - 19th June 2012 at Putra World Trade Center (PWTC), Kuala Lumpur, Malaysia. Glass dust waste creates chronic environmental problems, mainly due to the inconsistency of waste glass streams. Recycling is the best solution for the crisis resulting from huge volumes of wastes and includes economic and environmental benefits. With increasing environmental pressure to reduce solid waste and to recycle as much as possible, the concrete industry has adopted a number of methods to achieve this goal. The properties of concretes containing glass dust waste as fine aggregate were investigated in this study. Using glass dust waste in concrete is an interesting possibility for economy on waste disposal sites and conservation of natural resources. Compression strength for 7, 14 and 28 days concrete of age were compared with those of concrete made with natural fine aggregates. An overall quantity of glass dust waste was used as a partial replacement for sand at 10%, 20% and 50% of concrete mixes. The results proved highest strength activity given by glass dust waste after 28 days. The compressive strength of specimens with 10% glass dust waste content were 32.9373 MPa, higher than the concrete control specimen at 28 days. 2013-12-23T07:24:26Z 2013-12-23T07:24:26Z 2012-06-18 Working Paper p. 305 - 309 978-967-5760-11-2 http://hdl.handle.net/123456789/30780 en Proceedings of the The 2nd International Malaysia-Ireland Joint Symposium on Engineering, Science and Business 2012 (IMiEJS2012); Universiti Malaysia Perlis (UniMAP) |
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Glass dust waste Recycle material in concrete Compressive strength |
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Glass dust waste Recycle material in concrete Compressive strength Nur Liza, Rahim Norlia, Mohamad Ibrahim Roshazita, Che Amat Rohana, Hashim Glass dust waste as fine aggregate replacement material in concrete |
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The 2nd
International Malaysia-Ireland Joint
Symposium on Engineering, Science and Business 2012 (IMiEJS2012) jointly organized by Universiti Malaysia Perlis and Athlone Institute of Technology in collaboration with The Ministry of Higher Education (MOHE) Malaysia, Education Malaysia and Malaysia Postgraduates Student Association Ireland (MyPSI), 18th - 19th June 2012 at Putra World Trade Center (PWTC), Kuala Lumpur, Malaysia. |
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nurliza@unimap.edu.my |
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nurliza@unimap.edu.my Nur Liza, Rahim Norlia, Mohamad Ibrahim Roshazita, Che Amat Rohana, Hashim |
format |
Working Paper |
author |
Nur Liza, Rahim Norlia, Mohamad Ibrahim Roshazita, Che Amat Rohana, Hashim |
author_sort |
Nur Liza, Rahim |
title |
Glass dust waste as fine aggregate replacement material in concrete |
title_short |
Glass dust waste as fine aggregate replacement material in concrete |
title_full |
Glass dust waste as fine aggregate replacement material in concrete |
title_fullStr |
Glass dust waste as fine aggregate replacement material in concrete |
title_full_unstemmed |
Glass dust waste as fine aggregate replacement material in concrete |
title_sort |
glass dust waste as fine aggregate replacement material in concrete |
publisher |
Universiti Malaysia Perlis (UniMAP) |
publishDate |
2013 |
url |
http://dspace.unimap.edu.my/xmlui/handle/123456789/30780 |
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1643795597670481920 |
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13.222552 |